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基于MR阻尼器高空平台半主动抑振系统研究 被引量:2

STUDY OF VIBRATION SUPPRESSION SYSTEM OF HIGH ALTITUDE PLATFORM BASED ON MR DAMPER
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摘要 针对自主研发的高空幕墙安装机器人作业平台进行了多维振动的研究。构建了以两自由度并联机构为主体结构,旋转式MR阻尼器为执行器的多维减振系统。采用Lagrange方程建立了减振系统的动力学方程,分析了其振动特性,设计了一种基于磁流变液剪切工作模式的旋转式磁流变阻尼器,分析了磁流变阻尼器的力学特性,对并联机构进行了运动学和动力学分析,并根据机构运动学方程推算出平台位置状态,多维抑振系统快速抑振。借助Matlab对整个系统进行了仿真实验,分析计算了该多维抑振系统的有效性和可行性。 Based on the high attitude platform of building slabstone-installing robot with independent development,research was carried out about multi-DIM vibration. The paper firstly constructs the system with two degrees of freedom parallel mechanism as the main body and rotating MR damper as actuator. The dynamics equation of the vibration system is established by using Lagrange equation. The paper analyzes the vibration characteristics and designs a kind of rotary MR damper based on a shear mode of magneto rheological fluid. The mechanical characteristics of MR damper is analyzed. The kinematics and kinetic analysis of parallel mechanism is done. The multi-DIM vibration suppression works quickly based on the position of platform according to the kinematics equation. Finally the simulation experiment of this system of multi-DIM vibration suppression is introduced with the aid of to calculate and analysis whether the model is effective and feasible.
作者 陈贵亮 曹伟涛 杨冬 张守林 李贺立 张改萍 CHEN GuiLiang;CAO WeiTao;YANG Dong;ZHANG ShouLin;LI HeLi;ZHANG GaiPing(School of Mechanical Engineering, Hebei University of Technology, Tianjin 300130, China)
出处 《机械强度》 CAS CSCD 北大核心 2018年第3期509-514,共6页 Journal of Mechanical Strength
基金 国家"十二五"科技支撑计划项目(2013BAF07B08)资助~~
关键词 高空平台 磁流变阻尼器 并联机构 多维抑振 High altitude operation platform Magnetic flow Parallel mechanism Vibration suppression
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  • 1Swan R. Vibrations damped. Bridge Design and Engineering, 1997, (9): 44~45.
  • 2Takena K, Miki C, Shimokawa H. Fatigue resistance of large-diameter cable for cable-stayed bridges. Journal of Structural Engineering, ASCE, 1992,118(3) :701 ~ 715.
  • 3Verwiebe C. Exciting mechanisms of rain-wind-induced vibration. Structural Engineering International, 1998, (8): 129 ~ 135.
  • 4Pacheco B M, Fujino Y, Sulekh A. Estimation curve for modal damping in stay cables with viscous damper. Journal of Structural Engineering, ASCE,1993, 119(6): 1 961 ~ 1 979.
  • 5Hikami Y, Shiraishi N. Rain-wind induced vibrations of cables in cable stayed bridges. Journal of Wind Engineering and Industrial Aerodynamics,1988, 29:409 ~ 418.
  • 6Johnson E A, Baker G A, Spencer JrB F, et al. Mitigating stay cable oscillation using semiactive damping. In: Liu S C, ed., Smart Structures and Materials 2000: Smart System for Bridges, Structures, and Highways, Vol.3 988, Washington, SPIE, 2000. 207 ~ 216.
  • 7Spencer Jr B F, Dyke S J, Sain M K, et al. Phenomenological model for magnetorheological dampers. Journal of Engineering Mechanics, 1997, 123 (3): 230 ~ 238.
  • 8Mark R et al.Properties andApplications of Commercial Magnetorheological Fluids.SPIE,1998.
  • 9Bolter R et al.Design Rules for MR Fluid Actuator in Dif ferent WorkingModes.SPIE,1997.
  • 10汪建晓,孟光.磁流变液装置及其在机械工程中的应用[J].机械强度,2001,23(1):50-56. 被引量:76

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